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国家自然科学基金(11302252)

作品数:5 被引量:23H指数:3
相关作者:陈强李杰王连春李杰周丹峰更多>>
相关机构:国防科技大学国防科学技术大学更多>>
发文基金:国家自然科学基金国家重点实验室开放基金国家重点基础研究发展计划更多>>
相关领域:机械工程交通运输工程自动化与计算机技术理学更多>>

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A practical nonlinear controller for levitation system with magnetic flux feedback被引量:4
2016年
This work proposes a practical nonlinear controller for the MIMO levitation system. Firstly, the mathematical model of levitation modules is developed and the advantages of the control scheme with magnetic flux feedback are analyzed when compared with the current feedback. Then, a backstepping controller with magnetic flux feedback based on the mathematical model of levitation module is developed. To obtain magnetic flux signals for full-size maglev system, a physical method with induction coils installed to winding of the electromagnet is developed. Furthermore, to avoid its hardware addition, a novel conception of virtual magnetic flux feedback is proposed. To demonstrate the feasibility of the proposed controller, the nonlinear dynamic model of full-size maglev train with quintessential details is developed. Based on the nonlinear model, the numerical comparisons and related experimental validations are carried out. Finally, results illustrating closed-loop performance are provided.
李金辉李杰
关键词:MAGLEVBACKSTEPPING
Maglev self-excited vibration suppression with a virtual sky-hooked damper被引量:1
2016年
This work addresses the problem of self-excited vibration,which degrades the stability of the levitation control,decreases the ride comfort,and restricts the construction cost of maglev system.Firstly,a minimum model containing a flexible bridge and a single levitation unit is presented.Based on the simplified model,the principle underlying the self-excited vibration is explored.After investigations about the energy transmission between the levitation system and bridge,it is concluded that the increment of modal damping can dissipate the accumulated energy by the bridge and the self-excited vibration may be avoided.To enlarge the equivalent modal damping of bridge,the sky-hooked damper is adopted.Furthermore,to avoid the hardware addition of real sky-hooked damper,considering the fact that the electromagnet itself is an excellent actuator that is capable of providing sufficiently fast and large force acting on the bridge to emulate the influence of the real sky-hooked damper,the technique of the virtual sky-hooked damper is proposed.The principle underlying the virtual sky-hooked damper by electromagnet is explored and the vertical velocity of bridge is estimated.Finally,numerical and experimental results illustrating the stability improvement of the vehicle-bridge interaction system are provided.
李金辉李杰周丹峰王连春
关键词:MAGLEV
Saturation influence of control voltage on maglev stationary self-excited vibration被引量:3
2016年
This work addresses the saturation influence of control voltage on the occurring of self-excited vibration of maglev vehicle-bridge interaction system, which greatly degrades the stability of the levitation control, decreases the ride comfort, and restricts the cost of the whole system. Firstly, the interaction model of vehicle-bridge system is developed. Based on the interaction model, the relationship between the control voltage and vibration frequency is solved. Then, the variation of the effective direct component and fundamental harmonic are discussed. Furthermore, from the perspective of energy transmission between the levitation system and bridge, the principle underlying the self-excited vibration is explored, and the influence on the stability is discussed. Finally, in terms of the variation of the characteristic roots, the influence is analyzed further and some conclusions are obtained. This study provides a theoretical guidance for mastering the self-excited vibration problems.
李金辉李杰余佩倡
关键词:MAGLEVLEVITATIONSATURATION
磁浮列车-桥梁耦合自激振动机理分析与仿真验证被引量:8
2017年
当磁浮列车静止悬浮在某段桥梁上时,磁浮列车的电磁铁和桥梁会同时出现大幅垂向振动,这种现象被称为磁浮列车-桥梁耦合自激振动;目前国内外对于该问题的研究不够完善,振动产生的机理认识也不够清楚;同时在工程上,车-桥梁耦合自激振动问题仍未得到很好解决。为此,从三个不同角度来分析车-桥梁耦合自激振动的基本原理;首先建立了单悬浮点-弹性桥梁简化的耦合模型,并基于此最小耦合模型,从能量传递的角度阐述了自激振动的机理,并指出悬浮系统在特定频段的有源性是导致自激振动产生的根本原因;其次,将桥梁子系统作为整个耦合系统的前向通道,将悬浮子系统视为耦合系统的反馈通道,由此从耦合系统的特征多项式的角度分析了自激振动的机理;最后根据系统开环传递函数,利用稳定性判据分析了自激振动的基本原理。基于上述分析,得出了四个有效结论,为认识并解决自激振动问题提供了理论参考;针对构建的整个动态模型,进行了相应的数字仿真分析,仿真结果验证了所得出结论的正确性。
王连春李金辉周丹峰周丹峰
关键词:磁浮列车自激振动仿真验证
磁浮交通轨排耦合自激振动分析及自适应控制方法被引量:10
2019年
本文针对中低速磁浮交通的轨排自激振动问题,首先建立了包括轨枕、导轨在内的多跨磁浮轨排动力学模型,通过理论方法分析轨排的模态振型、频率等关键参数.其次,建立了包含一体化电磁铁的悬浮模块的动力学模型,并与轨排模型结合建立轨排-悬浮模块耦合模型,分析了耦合系统失稳发生自激振动的原因.提出了一种带辨识器的自适应振动控制方法,能够实时辨识轨排的主要动力学参数,并由此产生自适应振动控制律.相比现有的轨排振动控制方法,该方法具有更好的稳定性和环境适应性.
周丹峰李杰余佩倡陈强李亚楗
关键词:磁悬浮轨排振动自适应
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